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Vault (architecture)
Vault (architecture)
from Wikipedia
Gothic rib vault ceiling of the Saint-Séverin church in Paris
Interior elevation view of a Gothic cathedral, with rib-vaulted roof highlighted

In architecture, a vault (French voûte, from Italian volta) is a self-supporting arched form, usually of stone or brick, serving to cover a space with a ceiling or roof.[1][2] As in building an arch, a temporary support is needed while rings of voussoirs are constructed and the rings placed in position. Until the topmost voussoir, the keystone, is positioned, the vault is not self-supporting. Where timber is easily obtained, this temporary support is provided by centering consisting of a framed truss with a semicircular or segmental head, which supports the voussoirs until the ring of the whole arch is completed.[3]

The Mycenaeans (ca. 18001050 BC) were known for their tholos tombs, also called beehive tombs, which were underground structures with conical vaults. This type of vault is one of the earliest evidences of curved brick architecture without the use of stone arches, and its construction represented an innovative technique for covering circular spaces.

Vault types

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Corbelled vaults, also called false vaults, with horizontally joined layers of stone have been documented since prehistoric times; in the 14th century BC from Mycenae. They were built regionally until modern times.

The real vault construction with radially joined stones was already known to the Egyptians and Assyrians and was introduced into the building practice of the West by the Etruscans. The Romans in particular developed vault construction further and built barrel, cross and dome vaults. Some outstanding examples have survived in Rome, e.g. the Pantheon and the Basilica of Maxentius.

Brick vaults have been used in Egypt since the early 3rd millennium BC, and were widely used by the end of the 8th century BC, when Keystone vaults were built.”. However, monumental temple buildings of the pharaonic culture in the Nile Valley did not use vaults, since even the huge portals with widths of more than 7 meters were spanned with cut stone beams.[4]

Dome

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Assyrian bas-relief from Nimrud showing domed structures in the background

Amongst the earliest known examples of any form of vaulting is to be found in the Neolithic village of Khirokitia on Cyprus.[citation needed] Dating from c. 6000 BCE, the circular buildings supported beehive shaped corbel domed vaults of unfired mud-bricks and also represent the first evidence for settlements with an upper floor. Similar beehive tombs, called tholoi, exist in Crete and Northern Iraq. Their construction differs from that at Khirokitia in that most appear partially buried and make provision for a dromos entry.

The inclusion of domes, however, represents a wider sense of the word vault. The distinction between the two is that a vault is essentially an arch which is extruded into the third dimension, whereas a dome is an arch revolved around its vertical axis.

Pitched brick barrel vault

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In a pitched-brick vault the bricks lean (are pitched) against an existing wall.

Pitched-brick vaults are named for their construction, the bricks are installed vertically (not radially) and are leaning (pitched) at an angle: This allows their construction to be completed without the use of centering. Examples have been found in archaeological excavations in Mesopotamia dating to the 2nd and 3rd millennium BCE,[3] which were set in gypsum mortar.

Barrel vault

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St Paul's Cathedral Choir looking east, London
Pointed barrel vault showing direction of lateral forces

A barrel vault is the simplest form of a vault, semi-circular in cross-section,[5] and resembles a barrel or tunnel cut lengthwise in half. The effect is that of a structure composed of continuous semicircular or pointed sections.[6]

The earliest known examples of barrel vaults were built by the Sumerians, possibly under the ziggurat at Nippur in Babylonia,[7] which was built of fired bricks cemented with clay mortar.[8]

The earliest barrel vaults in ancient Egypt are thought to be those in the granaries built by the 19th dynasty Pharaoh Ramesses II, the ruins of which are behind the Ramesseum, at Thebes.[9][10][11] The span was 12 feet (3.7 m) and the lower part of the arch was built in horizontal courses, up to about one-third of the height, and the rings above were inclined back at a slight angle, so that the bricks of each ring, laid flatwise, adhered till the ring was completed, no centering of any kind being required; the vault thus formed was elliptic in section, arising from the method of its construction. A similar system of construction was employed for the vault over the great hall at Ctesiphon, where the material employed was fired bricks or tiles of great dimensions, cemented with mortar; but the span was close upon 83 feet (25 m), and the thickness of the vault was nearly 5 feet (1.5 m) at the top, there being four rings of brickwork.[12]

Assyrian palaces used pitched-brick vaults, made with sun-dried mudbricks, for gates, subterranean graves and drains. During the reign of king Sennacherib they were used to construct aqueducts, such as those at Jerwan. In the provincial city Dūr-Katlimmu they were used to create vaulted platforms. The tradition of their erection, however, would seem to have been handed down to their successors in Mesopotamia, viz. to the Sassanians, who in their palaces in Sarvestan and Firouzabad built domes of similar form to those shown in the Nimrud sculptures, the chief difference being that, constructed in rubble stone and cemented with mortar, they still exist, though probably abandoned on the Islamic invasion in the 7th century.[12]

Groin vaults

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A groin vault viewed from the underside, showing the arris or 'groin'

A groin vault is formed by the intersection of two barrel vaults at right angles, resulting in the formation of angles or groins along the lines of transition between the webs.[5][13] In these bays the longer transverse arches are semi-circular, as are the shorter longitudinal arches. The curvatures of these bounding arches were apparently used as the basis for the web centrings, which was created in the form of two intersecting tunnels as though each web was an arch projected horizontally in three dimensions.[13]

The earliest example is thought to be over a small hall at Pergamum, in Asia Minor, but its first employment over halls of great dimensions is due to the Romans. When two semicircular barrel vaults of the same diameter cross one another their intersection (a true ellipse) is known as a groin vault, down which the thrust of the vault is carried to the cross walls; if a series of two or more barrel vaults intersect one another, the weight is carried on to the piers at their intersection and the thrust is transmitted to the outer cross walls; thus in the Roman reservoir at Baiae, known as the Piscina Mirabilis, a series of five aisles with semicircular barrel vaults are intersected by twelve cross aisles, the vaults being carried on 48 piers and thick external walls. The width of these aisles being only about 13 feet (4.0 m) there was no great difficulty in the construction of these vaults, but in the Roman Baths of Caracalla the tepidarium had a span of 80 feet (24 m), more than twice that of an English cathedral, so that its construction both from the statical and economical point of view was of the greatest importance.[12][14] The researches of M. Choisy (L'Art de bâtir chez les Romains), based on a minute examination of those portions of the vaults which still remain in situ, have shown that, on a comparatively slight centering, consisting of trusses placed about 10 feet (3.0 m) apart and covered with planks laid from truss to truss, were laid – to begin with – two layers of the Roman brick (measuring nearly 2 feet (0.61 m) square and 2 in. thick); on these and on the trusses transverse rings of brick were built with longitudinal ties at intervals; on the brick layers and embedding the rings and cross ties concrete was thrown in horizontal layers, the haunches being filled in solid, and the surface sloped on either side and covered over with a tile roof of low pitch laid direct on the concrete. The rings relieved the centering from the weight imposed, and the two layers of bricks carried the concrete till it had set.[12]

Plan of a groin vault from above showing resultant outward thrust
Groin vault from above

As the walls carrying these vaults were also built in concrete with occasional bond courses of brick, the whole structure was homogeneous. One of the important ingredients of the mortar was a volcanic deposit found near Rome, known as pozzolana, which, when the concrete had set, not only made the concrete as solid as the rock itself, but to a certain extent neutralized the thrust of the vaults, which formed shells equivalent to that of a metal lid; the Romans, however, do not seem to have recognized the value of this pozzolana mixture, for they otherwise provided amply for the counteracting of any thrust which might exist by the erection of cross walls and buttresses. In the tepidaria of the Thermae and in the basilica of Constantine, in order to bring the thrust well within the walls, the main barrel vault of the hall was brought forward on each side and rested on detached columns, which constituted the principal architectural decoration. In cases where the cross vaults intersecting were not of the same span as those of the main vault, the arches were either stilted so that their soffits might be of the same height, or they formed smaller intersections in the lower part of the vault; in both of these cases, however, the intersections or groins were twisted, for which it was very difficult to form a centering, and, moreover, they were of disagreeable effect: though every attempt was made to mask this in the decoration of the vault by panels and reliefs modelled in stucco.[12]

Rib vault

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The rib vault of Reims Cathedral, France

A rib vault is one in which all of the groins are covered by ribs or diagonal ribs in the form of segmental arches. Their curvatures are defined by the bounding arches. Whilst the transverse arches retain the same semi-circular profile as their groin-vaulted counterparts, the longitudinal arches are pointed with both arcs having their centres on the impost line. This allows the latter to correspond more closely to the curvatures of the diagonal ribs, producing a straight tunnel running from east to west.[15][5]

Reference has been made to the rib vault in Roman work, where the intersecting barrel vaults were not of the same diameter. Their construction must at all times have been somewhat difficult, but where the barrel vaulting was carried round over the choir aisle and was intersected (as in St Bartholomew-the-Great in Smithfield, London) by semicones instead of cylinders, it became worse and the groins more complicated. This would seem to have led to a change of system and to the introduction of a new feature, which completely revolutionized the construction of the vault. Hitherto the intersecting features were geometrical surfaces, of which the diagonal groins were the intersections, elliptical in form, generally weak in construction and often twisting. The medieval builder reversed the process, and set up the diagonal ribs first, which were utilized as permanent centres, and on these he carried his vault or web, which henceforward took its shape from the ribs. Instead of the elliptical curve which was given by the intersection of two semicircular barrel vaults, or cylinders, he employed the semicircular arch for the diagonal ribs; this, however, raised the centre of the square bay vaulted above the level of the transverse arches and of the wall ribs, and thus gave the appearance of a dome to the vault, such as may be seen in the nave of Sant'Ambrogio, Florence. To meet this, at first the transverse and wall ribs were stilted, or the upper part of their arches was raised, as in the Abbaye-aux-Hommes at Caen, and the Abbey of Lessay, in Normandy. The problem was ultimately solved by the introduction of the pointed arch for the transverse and wall ribs – the pointed arch had long been known and employed, on account of its much greater strength and of the less thrust it exerted on the walls. When employed for the ribs of a vault, however narrow the span might be, by adopting a pointed arch, its summit could be made to range in height with the diagonal rib; and, moreover, when utilized for the ribs of the annular vault, as in the aisle round the apsidal termination of the choir, it was not necessary that the half ribs on the outer side should be in the same plane as those of the inner side; for when the opposite ribs met in the centre of the annular vault, the thrust was equally transmitted from one to the other, and being already a broken arch the change of its direction was not noticeable.[16]

Rib vault of church Sint-Niklaaskerk in Ghent, Belgium
Top of the rib-vaulted ceiling over the nave of Salisbury Cathedral

The first introduction of the pointed arch rib took place at Cefalù Cathedral and pre-dated the abbey of Saint-Denis. Whilst the pointed rib-arch is often seen as an identifier for Gothic architecture, Cefalù is a Romanesque cathedral whose masons experimented with the possibility of Gothic rib-arches before it was widely adopted by western church architecture.[17] Besides Cefalù Cathedral, the introduction of the pointed arch rib would seem to have taken place in the choir aisles of the abbey of Saint-Denis, near Paris, built by the abbot Suger in 1135. It was in the church at Vezelay (1140) that it was extended to the square bay of the porch. As has been pointed out, the aisles had already in the early Christian churches been covered over with groined vaults, the only advance made in the later developments being the introduction of transverse ribs' dividing the bays into square compartments. In the 12th century[18] the first attempts were made to vault over the naves, which were twice the width of the aisles, so it became necessary to include two bays of the aisles to form one rectangular bay in the nave (although this is often mistaken as square).[15] It followed that every alternate pier served no purpose, so far as the support of the nave vault was concerned, and this would seem to have suggested an alternative to provide a supplementary rib across the church and between the transverse ribs. This resulted in what is known as a sexpartite, or six-celled vault, of which one of the earliest examples is found in the Abbaye-aux-Hommes at Caen. This church, built by William the Conqueror, was originally constructed to carry a timber roof only, but nearly a century later the upper part of the nave walls were partly rebuilt, in order that it might be covered with a vault. The immense size, however, of the square vault over the nave necessitated some additional support, so that an intermediate rib was thrown across the church, dividing the square compartment into six cells, and called the sexpartite vault The intermediate rib, however, had the disadvantage of partially obscuring one side of the clerestory windows, and it threw unequal weights on the alternate piers, so that in the cathedral of Soissons (1205) a quadripartite or four-celled vault was introduced, the width of each bay being half the span of the nave, and corresponding therefore with the aisle piers. To this there are some exceptions, in Sant' Ambrogio, Milan, and San Michele, Pavia (the original vault), and in the cathedrals of Speyer, Mainz and Worms, where the quadripartite vaults are nearly square, the intermediate piers of the aisles being of much smaller dimensions. In England sexpartite vaults exist at Canterbury (1175) (set out by William of Sens), Rochester (1200), Lincoln (1215), Durham (east transept), and St. Faith's chapel, Westminster Abbey.[16]

In the earlier stage of rib vaulting, the arched ribs consisted of independent or separate voussoirs down to the springing; the difficulty, however, of working the ribs separately led to two other important changes: (1) the lower part of the transverse diagonal and wall ribs were all worked out of one stone; and (2) the lower horizontal, constituting what is known as the tas-de-charge or solid springer. The tas-de-charge, or solid springer, had two advantages: (1) it enabled the stone courses to run straight through the wall, to bond the whole together much better; and (2) it lessened the span of the vault, which then required a centering of smaller dimensions. As soon as the ribs were completed, the web or stone shell of the vault was laid on them. In some English work each course of stone was of uniform height from one side to the other; but, as the diagonal rib was longer than either the transverse or wall rib, the courses dipped towards the former, and at the apex of the vault were cut to fit one another. In the early English Gothic period, in consequence of the great span of the vault and the very slight rise or curvature of the web, it was thought better to simplify the construction of the web by introducing intermediate ribs between the wall rib and the diagonal rib and between the diagonal and the transverse ribs; and in order to meet the thrust of these intermediate ribs a ridge rib was required, and the prolongation of this rib to the wall rib hid the junction of the web at the summit, which was not always very sightly, and constituted the ridge rib. In France, on the other hand, the web courses were always laid horizontally, and they are therefore of unequal height, increasing towards the diagonal rib. Each course also was given a slight rise in the centre, so as to increase its strength; this enabled the French masons to dispense with the intermediate rib, which was not introduced by them till the 15th century, and then more as a decorative than a constructive feature, as the domical form given to the French web rendered unnecessary the ridge rib, which, with some few exceptions, exists only in England. In both English and French vaulting centering was rarely required for the building of the web, a template (Fr. cerce) being employed to support the stones of each ring until it was complete. In Italy, Germany and Spain the French method of building the web was adopted, with horizontal courses and a domical form. Sometimes, in the case of comparatively narrow compartments, and more especially in clerestories, the wall rib was stilted, and this caused a peculiar twisting of the web, where the springing of the wall rib is at K: to these twisted surfaces the term ploughshare vaulting is given.[19]

Rib-vault ceiling, with Lierne ribs, of the Liebfrauenkirche, Mühlacker 1482

One of the earliest examples of the introduction of the intermediate rib is found in the nave of Lincoln Cathedral, and there the ridge rib is not carried to the wall rib. It was soon found, however, that the construction of the web was much facilitated by additional ribs, and consequently there was a tendency to increase their number, so that in the nave of Exeter Cathedral three intermediate ribs were provided between the wall rib and the diagonal rib. To mask the junction of the various ribs, their intersections were ornamented with richly carved bosses, and this practice increased on the introduction of another short rib, known as the lierne, a term in France given to the ridge rib. Lierne ribs are short ribs crossing between the main ribs, and were employed chiefly as decorative features, as, for instance, in the Liebfrauenkirche (1482) of Mühlacker, Germany. One of the best examples of Lierne ribs exists in the vault of the oriel window of Crosby Hall, London. The tendency to increase the number of ribs led to singular results in some cases, as in the choir of Gloucester Cathedral, where the ordinary diagonal ribs become mere ornamental mouldings on the surface of an intersected pointed barrel vault, and again in the cloisters, where the introduction of the fan vault, forming a concave-sided conoid, returned to the principles of the Roman geometrical vault. This is further shown in the construction of these fan vaults, for although in the earliest examples each of the ribs above the tas-de-charge was an independent feature, eventually it was found easier to carve them and the web out of the solid stone, so that the rib and web were purely decorative and had no constructional or independent functions.[20]

Fan vault

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Fan vaulting over the nave at Bath Abbey, Bath, England

This form of vaulting is found in English late Gothic in which the vault is constructed as a single surface of dressed stones, with the ribs radiating from the springing point resembling a fan, and the resulting conoid forming an ornamental network of blind tracery.[13][5]

The fan vault would seem to have owed its origin to the employment of centerings of one curve for all the ribs, instead of having separate centerings for the transverse, diagonal wall and intermediate ribs; it was facilitated also by the introduction of the four-centred arch, because the lower portion of the arch formed part of the fan, or conoid, and the upper part could be extended at pleasure with a greater radius across the vault. These ribs were often cut from the same stones as the webs, with the entire vault being treated as a single jointed surface covered in interlocking tracery.[21]

The earliest example is perhaps the east walk of the cloister at Gloucester, with its surface consisting of intricately decorated panels of stonework forming conical structures that rise from the springers of the vault.[21][22] In later examples, as in King's College Chapel, Cambridge, on account of the great dimensions of the vault, it was found necessary to introduce transverse ribs, which were required to give greater strength. Similar transverse ribs are found in Henry VII's chapel and in the Divinity School at Oxford, where a new development presented itself. One of the defects of the fan vault at Gloucester is the appearance it gives of being half sunk in the wall; to remedy this, in the two buildings just quoted, the complete conoid is detached and treated as a pendant.[20]

Byzantine vaults and domes

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Section through the Hagia Sophia in Istanbul

The vault of the Basilica of Maxentius, completed by Constantine, was the last great work carried out in Rome before its fall, and two centuries pass before the next important development is found in the Church of the Holy Wisdom (Hagia Sophia) at Constantinople. Probably, the realization of the great advance in the science of vaulting shown in this church owed something to the eastern tradition of dome vaulting seen in the Assyrian domes, which are known to us only by the representations in the bas-relief from Nimrud, because in the great water cisterns in Istanbul, known as the Basilica Cistern and Bin bir direk (cistern with a thousand and one columns), we find the intersecting groin vaults of the Romans already replaced by small cupolas or domes. These domes, however, are of small dimensions when compared with that projected and carried out by Justinian in the Hagia Sophia. Previous to this the greatest dome was that of the Pantheon at Rome, but this was carried on an immense wall 20 feet (6.1 m) thick, and except small niches or recesses in the thickness of the wall could not be extended, so that Justinian apparently instructed his architect to provide an immense hemicycle or apse at the eastern end, a similar apse at the western end, and great arches on either side, the walls under which would be pierced with windows.[23] Unlike the Pantheon dome, the upper portions of which are made of concrete, Byzantine domes were made of brick, which were lighter and thinner, but more vulnerable to the forces exerted onto them.

Neo-Byzantine vaults in portal of the Basilique du Sacré-Cœur, Paris, France

The diagram shows the outlines of the solution of the problem. If a hemispherical dome is cut by four vertical planes, the intersection gives four semicircular arches; if cut in addition by a horizontal plane tangent to the top of these arches, it describes a circle; that portion of the sphere which is below this circle and between the arches, forming a spherical spandrel, is the pendentive, and its radius is equal to the diagonal of the square on which the four arches rest. Having obtained a circle for the base of the dome, it is not necessary that the upper portion of the dome should spring from the same level as the arches, or that its domical surface should be a continuation of that of the pendentive. The first and second dome of the Hagia Sophia fell, so that Justinian determined to raise it, possibly to give greater lightness to the structure, but mainly in order to obtain increased light for the interior of the church. This was effected by piercing it with forty windows – the effect of which, as the light streaming through these windows, gave the dome the appearance of being suspended in the air. The pendentive which carried the dome rested on four great arches, the thrust of those crossing the church being counteracted by immense buttresses which traversed the aisles, and the other two partly by smaller arches in the apse, the thrust being carried to the outer walls, and to a certain extent by the side walls which were built under the arches. From the description given by Procopius we gather that the centering employed for the great arches consisted of a wall erected to support them during their erection. The construction of the pendentives is not known, but it is surmised that to the top of the pendentives they were built in horizontal courses of brick, projecting one over the other, the projecting angles being cut off afterwards and covered with stucco in which the mosaics were embedded; this was the method employed in the erection of the Périgordian domes, to which we shall return; these, however, were of less diameter than those of the Hagia Sophia, being only about 40 to 60 feet (18 m) instead of 107 feet (33 m) The apotheosis of Byzantine architecture was reached in Hagia Sophia, for although it formed the model on which all subsequent Byzantine churches were based, so far as their plan was concerned, no domes approaching the former in dimensions were even attempted. The principal difference in some later examples is that which took place in the form of the pendentive on which the dome was carried. Instead of the spherical spandril of Hagia Sophia, large niches were formed in the angles, as in the Mosque of Damascus, which was built by Byzantine workmen for the Al-Walid I in CE 705; these gave an octagonal base on which the hemispherical dome rested; or again, as in the Sassanian palaces of Sarvestan and Firouzabad of the 4th and 5th century, when a series of concentric arch rings, projecting one in front of the other, were built, giving also an octagonal base; each of these pendentives is known as a squinch.[23]

The dome of the Church of the Saints Sergius and Bacchus

There is one other remarkable vault, also built by Justinian, in the Church of the Saints Sergius and Bacchus in Constantinople. The central area of this church was octagonal on plan, and the dome is divided into sixteen compartments; of these eight consist of broad flat bands rising from the centre of each of the walls, and the alternate eight are concave cells over the angles of the octagon, which externally and internally give to the roof the appearance of an umbrella.[23]

Romanesque

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Nave of Lisbon Cathedral with a barrel vaulted soffit. Note the absence of clerestory windows, all of the light being provided by the rose window at one end of the vault.

Although the dome constitutes the principal characteristic of the Byzantine church, throughout Asia Minor are numerous examples in which the naves are vaulted with the semicircular barrel vault, and this is the type of vault found throughout the south of France in the 11th and 12th centuries, the only change being the occasional substitution of the pointed barrel vault, adopted not only on account of its exerting a less thrust, but because, as pointed out by Fergusson (vol. ii. p. 46), the roofing tiles were laid directly on the vault and a less amount of filling in at the top was required.[23]

The continuous thrust of the barrel vault in these cases was met either by semicircular or pointed barrel vaults on the aisles, which had only half the span of the nave; of this there is an interesting example in the Chapel of Saint John in the Tower of London – and sometimes by half-barrel vaults. The great thickness of the walls, however, required in such constructions would seem to have led to another solution of the problem of roofing over churches with incombustible material, viz. that which is found throughout Périgord and La Charente, where a series of domes carried on pendentives covered over the nave, the chief peculiarities of these domes being the fact that the arches carrying them form part of the pendentives, which are all built in horizontal courses.[24]

The intersecting and groined vault of the Romans was employed in the early Christian churches in Rome, but only over the aisles, which were comparatively of small span, but in these there was a tendency to raise the centres of these vaults, which became slightly domical; in all these cases centering was employed.[16]

Gothic Revival and the Renaissance

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Gothic Revival vault of Joensuu Church in Joensuu, Finland

One good example of the fan vault is that over the staircase leading to the hall of Christ Church, Oxford, where the complete conoid is displayed in its centre carried on a central column. This vault, not built until 1640, is an example of traditional workmanship, probably in Oxford transmitted in consequence of the late vaulting of the entrance gateways to the colleges. Fan vaulting is peculiar to England, the only example approaching it in France being the pendant of the Lady-chapel at Caudebec-en-Caux, in Normandy.[20]

In France, Germany, and Spain the multiplication of ribs in the 15th century led to decorative vaults of various kinds, but with some singular modifications. Thus, in Germany, recognizing that the rib was no longer a necessary constructive feature, they cut it off abruptly, leaving a stump only; in France, on the other hand, they gave still more importance to the rib, by making it of greater depth, piercing it with tracery and hanging pendants from it, and the web became a horizontal stone paving laid on the top of these decorated vertical webs. This is the characteristic of the great Renaissance work in France and Spain; but it soon gave way to Italian influence, when the construction of vaults reverted to the geometrical surfaces of the Romans, without, however, always that economy in centering to which they had attached so much importance, and more especially in small structures. In large vaults, where it constituted an important expense, the chief boast of some of the most eminent architects has been that centering was dispensed with, as in the case of the dome of the Santa Maria del Fiore in Florence, built by Filippo Brunelleschi, and Ferguson cites as an example the great dome of the church at Mousta in Malta, erected in the first half of the 19th century, which was built entirely without centering of any kind.[25]

Vaulting and faux-vaulting in the Renaissance and after

[edit]
Internal and external roofs
The Gothic Notre-Dame de Paris was built with a peaked timber roof (red) protecting its masonry nave vault (blue).
Cross-section of the dome of St. Paul's, London

It is important to note that whereas Roman vaults, like that of the Pantheon, and Byzantine vaults, like that at Hagia Sophia, were not protected from above (i.e. the vault from the inside was the same that one saw from the outside), the European architects of the Middle Ages protected their vaults with wooden roofs. In other words, one will not see a Gothic vault from the outside. The reasons for this development are hypothetical, but the fact that the roofed basilica form preceded the era when vaults begin to be made is certainly to be taken into consideration. In other words, the traditional image of a roof took precedence over the vault.

The separation between interior and exterior – and between structure and image – was to be developed very purposefully in the Renaissance and beyond, especially once the dome became reinstated in the Western tradition as a key element in church design. Michelangelo's dome for St. Peter's Basilica in Rome, as redesigned between 1585 and 1590 by Giacomo della Porta, for example, consists of two domes of which, however, only the inner is structural. Baltasar Neumann, in his baroque churches, perfected light-weight plaster vaults supported by wooden frames.[26] These vaults, which exerted no lateral pressures, were perfectly suited for elaborate ceiling frescoes. In St Paul's Cathedral in London there is a highly complex system of vaults and faux-vaults.[27] The dome that one sees from the outside is not a vault, but a relatively light-weight wooden-framed structure resting on an invisible – and for its age highly original – catenary vault of brick, below which is another dome, (the dome that one sees from the inside), but of plaster supported by a wood frame. From the inside, one can easily assume that one is looking at the same vault that one sees from the outside.

India

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Vaults and dome of the Gol Gumbaz

There are two distinctive "other ribbed vaults" (called "Karbandi" in Persian) in India which form no part of the development of European vaults, but have some unusual features; one carries the central dome of the Jumma Musjid at Bijapur (A.D. 1559), and the other is Gol Gumbaz, the tomb of Muhammad Adil Shah II (1626–1660) in the same town. The vault of the latter was constructed over a hall 135 feet (41 m) square, to carry a hemispherical dome. The ribs, instead of being carried across the angles only, thus giving an octagonal base for the dome, are carried across to the further pier of the octagon and consequently intersect one another, reducing the central opening to 97 feet (30 m) in diameter, and, by the weight of the masonry they carry, serving as counterpoise to the thrust of the dome, which is set back to leave a passage about 12 feet (3.7 m) wide round the interior. The internal diameter of the dome is 124 feet (38 m), its height 175 feet (53 m) and the ribs struck from four centres have their springing 57 feet (17 m) from the floor of the hall. The Jumma Musjid dome was of smaller dimensions, on a square of 70 feet (21 m) with a diameter of 57 feet (17 m), and was carried on piers only instead of immensely thick walls as in the tomb; but any thrust which might exist was counteracted by its transmission across aisles to the outer wall.[28]

Islamic architecture

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The Muqarnas is a form of vaulting common in Islamic architecture.

Modern vaults

[edit]
Neobyzantine vaults in Saint Sava. The vaults, 37.7 m high and 24 m wide are designed as concrete boxes. They were prefabricated and lifted with chains to their shown positions.

Hyperbolic paraboloids

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The 20th century saw great advances in reinforced concrete design. The advent of shell construction and the better mathematical understanding of hyperbolic paraboloids allowed very thin, strong vaults to be constructed with previously unseen shapes. The vaults in the Church of Saint Sava are made of prefabricated concrete boxes. They were built on the ground and lifted to 40 m on chains.

Vegetal vault

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When made by plants or trees, either artificially or grown on purpose by humans, structures of this type are called tree tunnels.

See also

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References

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Further reading

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
A vault in architecture is a curved, self-supporting structural element, typically formed by a series of arches or an extension of the arch principle, that serves as a ceiling or roof to span an interior space while distributing loads to supporting walls, piers, or columns; it is commonly constructed from materials such as stone, brick, concrete, or wood. Unlike flat ceilings or simple beams, vaults exploit compression to achieve greater spans and heights, enabling expansive, open interiors in buildings like temples, basilicas, and cathedrals. The origins of vaulting trace back to the around the 4th millennium BCE, where mud-brick corbelled vaults—formed by stepping stones or bricks inward from each side—were used in tombs and gateways, as evidenced by archaeological finds in and . True arches and vaults, employing wedge-shaped voussoirs that interlock under compression, first appeared in Mesopotamian during the BCE, but systematic development occurred in the , with Macedonian engineers introducing barrel vaults to by the late 4th century BCE, likely influenced by Eastern knowledge during the Great's campaigns. The Romans revolutionized vaulting from the 1st century BCE, combining it with (opus caementicium) to create durable, large-scale structures, as exemplified by later structures such as the Pantheon (2nd century CE) and the (1st century CE), which allowed for innovative public and civic buildings. In the medieval period, vaulting evolved significantly with the Romanesque style (10th–12th centuries), which revived groin vaults—formed by intersecting barrel vaults at right angles—for basilican churches, providing stability over wide naves despite heavy stone construction. The Gothic era (late 12th–16th centuries) introduced ribbed vaults with pointed arches and diagonal ribs that concentrated loads on slender columns, facilitating taller interiors, larger windows for , and intricate patterns like quadripartite (four-part) and sexpartite (six-part) divisions, exemplified in cathedrals such as and Notre-Dame in Paris. These innovations, supported by flying buttresses, symbolized spiritual aspiration and structural ingenuity, influencing European architecture until the . Key types of vaults include the barrel (or tunnel) vault, a continuous semicylindrical arch ideal for simple spans; the , stronger for rectangular bays due to its curved intersections; the , with exposed skeletal ribs for aesthetic and structural efficiency; and specialized forms like the , radiating ribs in a fan-like pattern seen in late Gothic England, such as at . Modern adaptations, including and steel-framed vaults, continue this legacy in contemporary designs, blending historical principles with new materials for stadiums and airports.

Fundamentals

Definition and Purpose

In architecture, a vault is an arched structure whose concavity faces the interior of the space it covers, typically constructed from stone, brick, or other materials to form a self-supporting ceiling or roof that spans an area without relying on flat beams or slabs. This curved form extends the principle of the arch in depth, allowing for the enclosure of expansive interiors while distributing structural loads efficiently to supporting walls or piers. The primary purpose of a vault is to cover large open spaces—such as halls, churches, and —without the need for numerous internal columns, thereby creating unobstructed, lofty enclosures that enhance both functionality and visual grandeur. By channeling weight downward through its curved profile, a vault enables the of monumental buildings that emphasize height and volume, as seen in ancient burial chambers and civic structures where it provided durable overhead protection.

Structural Principles

Vaults in architecture function by transferring compressive forces along their curved surfaces to supporting abutments or buttresses, enabling the spanning of large spaces without internal supports. This load distribution relies on the principle of the thrust line, which traces the path of resultant forces through the ; for stability, the thrust line must remain entirely within the vault's cross-section to ensure uniform compression and prevent tensile stresses that masonry cannot withstand. Lateral support is essential, as vaults generate outward horizontal thrusts that, if unresisted, can cause spreading or ; abutments or additional buttresses counter these forces by providing the necessary resistance. The key mechanics of vaults derive from the arch principle, where wedge-shaped stones known as voussoirs are arranged in curved courses to form the vault's surface. Equilibrium is achieved geometrically: vertical loads from the vault's self-weight and superimposed elements are balanced by horizontal thrusts at the springing points, creating a state where the sum of forces equals zero and all stresses are compressive. This self-supporting nature emerges only upon completion, as the interlocking voussoirs mutually stabilize each other, with the central keystone often locking the structure in place. Construction techniques emphasize precision and temporary support. Centering—temporary wooden frameworks—is erected from the springing line (the base of the ) upward to hold the voussoirs in position during assembly, allowing sequential layering until the vault closes at the or ; once complete, the centering is removed, and the structure assumes its load. Corbelling served as an earlier precursor method, involving stepped, overhanging courses of stone or to approximate a vault without true , though less efficient for load transfer. Building proceeds in phases, often starting with perimeter walls and rising vaults by to maintain stability. Traditional materials for vaults include cut stone such as or for durable, load-bearing elements like and webs, with used in regions lacking suitable stone; mortar, typically a lime-sand mix, binds the units and fills joints to distribute loads evenly. Early vaults employed solid for mass and strength, but evolved toward lighter forms in later periods, where skeletal of stone supported thinner panels, reducing material use while maintaining structural integrity. Stability challenges in vaults include spreading (outward movement of supports) and under uneven loads or settlement, which can shift the thrust line outside the masonry and initiate cracks or hinges leading to partial . These issues are mitigated by incorporating ties (metal or wooden rods) to restrain horizontal or by external flying buttresses that redirect forces to the ground, often comprising a significant portion of the overall structure's mass.

Types of Vaults

Barrel Vault

The barrel vault, also known as a tunnel vault, represents the simplest form of arched vaulting in , characterized by a continuous semicircular or pointed cross-section extended longitudinally to create a tunnel-like . This forms a semi-cylindrical , resembling a barrel halved lengthwise, where the is uniform along its length and typically features a consistent radius or profile, though variations such as elliptical or segmental arches can occur for aesthetic or structural adjustments. The vault's profile derives from the of a single arch , resulting in a that curves in one direction only, spanning rectangular or linear spaces without intersections. Construction of a barrel vault involves erecting the arched form in segments over temporary wooden centering, a scaffold that supports the masonry or concrete until the mortar sets and the structure becomes self-supporting. Materials historically include brick, stone, or concrete, laid in courses that follow the curve, with a uniform thickness to distribute loads evenly; end walls, transverse arches, or buttresses are essential to counter the outward thrust generated along the haunches. In Roman practice, concrete (opus caementicium) allowed for monolithic pours over centering, enabling longer spans, while earlier methods relied on pitched bricks or mud bricks laid in rings to approximate the curve. The process demands precise alignment to manage lateral forces, often requiring thicker walls at the base for stability. Barrel vaults offer advantages in spanning long distances—up to tens of meters in ancient examples—while supporting heavier loads than flat roofs or lintels, thus facilitating expansive, uninterrupted interiors ideal for corridors, halls, or basilicas. Their compressive strength efficiently transfers weight to the supports, and the addition of transverse ribs can reduce material use and enhance rigidity. However, limitations include the creation of narrow, tunnel-like spaces that restrict natural light admission except through end openings or elevated clerestory windows, which can weaken the structure if not carefully integrated; the continuous outward thrust also necessitates robust abutments, potentially leading to buckling without adequate buttressing, and limits flexibility for complex floor plans. Early applications trace to Mesopotamian architecture around the 18th century BCE, where rudimentary barrel vaults constructed from mud bricks formed roofs over tombs and drains, as seen in structures at Tell al-Rimah. In Roman architecture, the form reached monumental scale using , exemplified in the barrel-vaulted halls of of , completed around 216 CE, which spanned over 20 meters in width to cover vast bathing complexes. These precursors highlight the vault's evolution from basic enclosures to engineered spans for public infrastructure.

Groin Vault

A , also known as a , is formed by the intersection at right angles of two or more barrel vaults of equal height, resulting in a that covers square or rectangular bays efficiently. The crossing produces prominent diagonal edges called groins or arrises, where the curved surfaces of the barrel vaults meet, creating a series of semi-elliptical sections along these lines that distribute structural forces toward the corners of the supporting piers. This geometry allows architects to "square the circle" in plan, adapting to polygonal or irregular spaces while maintaining stability over spans typically ranging from 10 to 25 meters in ancient applications. In construction, groin vaults were typically erected quadrant by quadrant over temporary wooden centering to support the masonry or concrete until the mortar set, with thrusts concentrated along the groins necessitating robust piers or walls at the corners to counter lateral forces. Roman builders often employed opus caementicium—a pozzolana-based —for seamless, monolithic forms, sometimes reinforced with hidden ribs along the groins to mitigate cracking, as seen in large-scale imperial projects. By the Romanesque period, stone predominated, with vaults laid in courses following the curve, though the process remained labor-intensive due to the need for precise alignment to avoid uneven settling. Compared to a single , the offers greater flexibility in architectural layouts, enabling the roofing of intersecting spaces like naves and transepts without continuous lateral buttressing along the entire length, and it facilitates better light distribution through side windows since thrusts are localized at the four corners rather than distributed linearly. This design also reduces overall material use, as the intersecting form eliminates redundant coverage over rectangular areas that would require multiple aligned , achieving spans with thinner webs (around 0.20 meters for 10-15 meter bays). Prominent Roman examples include the groin vaults in the vestibule of the Pantheon (c. 126 CE), which transition from the to the rotunda, and larger applications in the Baths of (c. 298-306 CE) and the (c. 312 CE), where they spanned vast halls over 25 meters. In the Romanesque era, groin vaults became widespread in basilican churches across , such as those in central Italian structures like the Basilica of in (11th century) and Norman examples in , providing unified roofing for naves and aisles in early medieval cathedrals.

Rib Vault

The rib vault represents a significant advancement in medieval vaulting techniques, consisting of a skeletal framework of arched that support thin stone or infill panels, known as severies, spanning the spaces between them. This design evolved from the earlier , which relied on continuous at intersections for strength, by introducing discrete to concentrate structural loads along defined lines. The primary include transverse arches running parallel to the nave's length, diagonal crossing at the center of each , and sometimes wall along the edges, forming a geometric that dictates the vault's overall form. Early rib vaults were typically quadripartite, dividing each rectangular into four triangular severies meeting at a central boss, as seen in transitional Romanesque-Gothic structures. Over time, designs progressed to sexpartite vaults, which incorporated additional intermediate to divide the bays into six sections for better load distribution in wider spaces, and later to more complex liérne vaults featuring short intermediary connecting the main without reaching the central boss, enhancing both stability and aesthetic intricacy. These evolutions allowed for irregular bay shapes and greater experimentation in vault profiling. In , the were erected first using temporary wooden centering, after which they served as permanent centering to support the lightweight severies laid between them, enabling efficient assembly without extensive temporary . This method facilitated taller rises, as the pointed arches commonly used in directed thrusts more vertically to the supporting piers. The advantages of rib vaults included significantly lighter overall weight compared to solid masonry vaults, permitting faster construction and reduced material use while achieving unprecedented heights. By channeling forces along the ribs to clustered columns or piers, they minimized lateral thrust on walls, allowing for thinner masonry and the enlargement of windows to admit more light through stained glass. This structural efficiency was pivotal in enabling the vertical emphasis and luminous interiors characteristic of Gothic architecture. Prominent examples include the early rib vaults in the choir aisles of , constructed around 1096 CE, marking one of the first uses in with simple quadripartite designs that demonstrated the potential for height in Romanesque settings. The form was refined in cathedrals such as , where four-part ribbed groin vaults, built between approximately 1194 and 1220 CE from solid , rose to support a height of 37 meters, integrating seamlessly with pointed arches and colonnettes for enhanced verticality.

Dome

A dome is a vaulted structure characterized by its rotational geometry, typically forming a hemispherical or onion-shaped canopy that encloses circular or polygonal spaces, deriving from a circular base that curves upward and inward to meet at a central apex. This form often incorporates a drum—a cylindrical or polygonal wall rising from the base—to elevate the dome and provide space for windows, facilitating the transition from the dome's curve to supporting elements below. To adapt domes over non-circular plans, such as squares, transitional elements like pendentives (triangular curved segments) or squinches (arched corner supports) bridge the geometric mismatch, enabling the dome to span larger, more complex interiors. Variations include saucer domes, which are shallow and flattened for lower profiles, and cloister domes, featuring intricate ribbing that radiates from the center like a vaulted ceiling in monastic settings. Construction of domes typically proceeds in concentric rings or horizontal courses, with materials layered to distribute weight evenly and counteract outward ; stability often demands an oculus—an open circular at the crown—or a , a small turret-like that lightens the top and allows internal illumination while aiding ventilation. In ancient Roman examples, unreinforced poured in graduated layers, with lighter aggregates toward the summit, enabled expansive spans without internal supports. Pendentives or squinches not only provide structural continuity but also channel forces downward to piers or walls, preventing collapse under the dome's self-weight. Domes offer advantages in evoking and unity, their unbroken curves creating a sense of enclosure and focus that draws the eye upward, while features like the oculus introduce dramatic natural light, enhancing spatial depth and atmosphere. In religious architecture, domes frequently symbolize the heavens or divine canopy, representing cosmic order and spiritual ascension, as the curved form mimics the vault of the and the light from above signifies enlightenment or the presence of the divine. A seminal example is the Pantheon in , completed around 126 CE under Emperor , which features the largest unreinforced dome in history at 43.3 meters in diameter, its coffered interior reducing weight while the central oculus floods the space with light, embodying Roman engineering prowess. Another iconic instance is the in (modern ), constructed in 537 CE by architects and , where a massive central dome, 31 meters in diameter, rests on pendentives over a square base, supported by a drum with 40 windows that illuminate the vast interior and underscore its role as a symbol of Byzantine imperial and religious authority.

Fan Vault

The fan vault represents a late development in , particularly prominent in during the Perpendicular period, where ribs radiate outward from the capitals in concave, fan-like arcs to form an intricate, ornamental ceiling. These vaults feature ribs of uniform and equidistant spacing, creating half-conoid surfaces that converge at the apex, often adorned with blind —solid stone patterns mimicking window designs—and pendants, which are downward-projecting ornamental bosses that add visual depth and draw the eye upward. This evolved as a decorative refinement of earlier vaulting techniques, emphasizing aesthetic complexity over purely functional ribbing. Constructing a demanded advanced skills, including complex temporary centering—wooden frameworks—to support the curved during assembly, as well as precise stone cutting to ensure seamless joints in the radiating voussoirs. The between typically formed lierne networks, short connecting that created intricate , while the overall shell remained thin, often 10-15 cm thick, to achieve spans up to 12.7 meters without excessive weight. This tierceron-influenced style, unique to English late Gothic, required masons to balance ornamental elaboration with structural integrity through careful load distribution along the fan patterns. The design offered significant aesthetic advantages, with the radiating ribs and tracery enhancing the illusion of height and spaciousness in interiors, while structurally providing lightness despite the elaborate ornamentation, as the thin shell efficiently transferred loads to the walls via the conoid geometry. Building on rib vault principles, fan vaults allowed for greater decorative freedom without compromising stability, making them ideal for grand ecclesiastical spaces. Prominent examples include the in , constructed around 1512–1515, which spans 12.7 meters—the longest of its kind—with delicately thin ribs and pendants that exemplify the form's elegance. Similarly, the at , completed circa 1512, showcases a multifaceted fan vault with intricate blind and pendants, integrating the structure seamlessly with the chapel's perimeter walls for a unified ornamental effect.

Other Variants

The corbelled vault represents an early, pre-arched form of vaulting achieved by progressively projecting or overhanging courses of stone that step inward to meet at an apex, forming a beehive-like dome without the use of a true keystone or arch principle. This technique was employed in Mycenaean tholos , such as the at (ca. 1350 BCE), where a circular subterranean chamber up to 14.5 meters in diameter was roofed with carefully layered blocks, creating a stable but steeply inclined interior space. Unlike later arched vaults, corbelled construction relied on compression from the weight of overlying earth for stability, limiting spans and requiring immense stones, as seen in the 120-ton triangular block over the tomb's entrance. A pitched brick barrel vault modifies the standard barrel form by laying bricks in inclined, graduated courses that create a sloped crown, enhancing structural integrity by reducing the risk of cracking along the vault's length. This variant, influenced by Mesopotamian and Parthian techniques transmitted through Roman military contacts, appears in early examples like Bath A at Argos (1st century CE), where pitched bricks reinforced a wide span over 8 meters. In structures such as the Church of St. John the Theologian at Ephesus (6th century CE), the method blended with radial brickwork to form durable, low-slope coverings suitable for underground or semi-subterranean settings like Roman hypogea, where the pitch facilitated drainage. The cloister vault, also known as a domical or vault, consists of four convex cylindrical surfaces intersecting to form a low, saucer-shaped dome over a square or polygonal base, often without prominent groins. Constructed from wedge-shaped stone or brick units radiating from the center, it was used for covering small, enclosed spaces such as oratories or bays, as in the 2nd-century CE at Camp Mousmieh, , where it capped a cross-shaped naos within a compact square . This form provided a transitional covering between barrel vaults and full domes, appearing in early Byzantine churches like S. Maria delle Cinque Torri in S. Germano (778 CE), emphasizing symbolic enclosure in intimate liturgical areas. These variants, including corbelled, pitched, and cloister forms, generally exhibited limitations in efficiency compared to true arched vaults, as they demanded more material for support and restricted maximum spans due to reliance on step-like or inclined layering rather than balanced thrust distribution. Such methods persisted in regions with limited advanced centering technology, serving as practical precursors until more refined arch-based systems prevailed.

Historical Development

Ancient and Roman Origins

Corbelled vaults appeared as early as the 4th millennium BCE in the , where corbelled vaults—formed by stepping bricks inward from each side—were used in tombs and gateways, as evidenced by archaeological finds in (such as at ) and . Later examples predate the classical Mediterranean civilizations, with corbelled vaults appearing in around 2000 BCE. These structures, constructed from without , featured stepped or pitched profiles that approximated curved forms through successive overhanging courses, primarily used in tombs and domestic buildings in the region of and present-day . This method represented an early adaptation to local materials and environmental needs, allowing enclosed spaces in arid climates without reliance on timber centering. In pre-Roman and , vaulting remained limited due to a strong preference for post-and-lintel construction, which emphasized vertical supports and horizontal beams in monumental architecture. The Etruscans, while introducing true arches and employing barrel vaults in rock-cut tombs such as the Tomb of the Augurs at (c. 530 BCE), restricted their use to subterranean or small-scale contexts, often combining them with corbelling for stability. Similarly, Greek builders favored the post-and-lintel system in temples and stoas, as seen in the (447–432 BCE), where stone lintels spanned intercolumniations up to 4 meters, avoiding the thrust management required for vaults and prioritizing aesthetic clarity over expansive interiors. Roman engineers revolutionized vaulting during the and by extensively applying —known as opus caementicium—to construct large-scale barrel and vaults, enabling unprecedented spans and complex forms. This innovation, emerging around the 2nd century BCE, integrated volcanic aggregates like with lime and (a reactive ash from the Bay of ) to create a cohesive, hydraulic mortar that set underwater and resisted tension, far surpassing earlier lime-based mixtures. Barrel vaults, essentially extended semicircular arches, covered aqueduct channels and naves, while vaults—formed by intersecting perpendicular barrel vaults—distributed loads more efficiently, as exemplified in the multi-level tabernae of Trajan's Markets (c. 110 CE), where vaults supported commercial spaces over terraced . These techniques allowed Roman vaults to achieve spans up to 30 meters in public baths, such as the 27-meter barrel vaults in the frigidarium of Trajan's (c. 109 CE), where lightweight caementa (rubble fill) and thin facing layers minimized weight while maximizing durability. The empire's expansion disseminated these methods across provinces, influencing hypostyle halls in North African basilicas and barrel-vaulted tombs like the (28 BCE), which adapted vaulting for imperial commemoration and civic grandeur.

Byzantine and Early Christian

In the Early Christian period, vaulting techniques adapted Roman engineering for ecclesiastical purposes, with basilicas featuring barrel vaults over naves and aisles to create expansive, column-supported interiors. For instance, in , constructed around 333 CE under Emperor Constantine, incorporated barrel vaults in its aisles and a vaulted to enclose the sacred space around the apostle's tomb, emphasizing longitudinal processional paths toward the altar. These structures often combined timber roofs over the main with vaults in subsidiary areas, allowing for lighting that filtered divine illumination into the worship space. Byzantine architecture elevated vaulting to new heights of structural innovation and symbolic expression, particularly through the integration of domes over square bays using pendentives—curved triangular sections that smoothly transition from orthogonal walls to circular domes. The paradigmatic example is in , completed in 537 CE under Emperor , where a massive central dome spanning approximately 31 meters in diameter rests on pendentives rising from four large piers, creating an illusion of weightless suspension and evoking the heavenly vault. This design not only solved the engineering challenge of dome-on-square but also symbolized the , with light penetrating through windows at the dome's base representing divine radiance descending upon the congregation. In regions like , influenced by Byzantine practices, squinches—arched niches corbeling inward from corners—served a similar transitional role, as seen in early medieval churches where they supported domes over square plans, adapting local stone to centralized layouts. Construction techniques in this era relied on brick laid in mortar, often with lightening courses—layers of hollow tiles or reduced —to minimize weight and while maintaining stability during erection without extensive centering. These methods, refined in the , allowed for intricate vaulted forms like semi-domes and exedrae flanking the main dome in , distributing loads effectively across piers and walls. Symbolically, vaults and domes channeled light as a for spiritual enlightenment, with golden mosaics on curved surfaces reflecting illumination to mimic the ethereal glow of heaven, transforming interiors into microcosms of the divine order. The influence of these vaulting innovations spread westward through Byzantine territorial and cultural expansion, notably to under Justinian's reconquest. The , dedicated around 547 CE, exemplifies this dissemination with its octagonal vaulted core supporting a dome via pendentives, integrated with barrel-vaulted ambulatories and adorned with mosaics that echo Constantinopolitan aesthetics, underscoring the empire's role in disseminating centralized, light-filled sacred spaces.

Romanesque Period

The Romanesque period, spanning the 11th and 12th centuries in , marked a revival of vaulting techniques following the decline of Roman architectural expertise after the fall of the in the 5th century. This resurgence was influenced by earlier Carolingian experiments, such as the vaults employed in the ambulatory of the Palatine Chapel at , constructed around 792–805 CE under , which demonstrated an early mastery of intersecting barrel vaults to create stable, domed spaces. These precursors laid the groundwork for Romanesque builders to adapt stone vaulting for larger structures, particularly in monastic and contexts, where robust designs supported growing communal worship needs. Key advancements in Romanesque vaulting included the widespread adoption of thick-walled groin vaults, as seen in , where the was reconstructed with square-bayed groin vaults spanning two bays each around 1061 CE, elevating the structure and showcasing innovative load distribution over robust masonry piers. Further experimentation appeared in early rib vaults at , begun in 1093 CE, with the featuring pointed transverse arches and diagonal by approximately 1096 CE, marking one of the earliest uses of skeletal ribbing to reinforce groin-like cells and manage weight in a long plan. These developments addressed the limitations of simpler barrel vaults by intersecting them to form groin vaults, allowing for wider spans while distributing lateral forces more effectively. Romanesque vaulting relied on cut stone laid in courses, typically using semi-circular round arches to form the vault's profile, which required massive walls—often up to 3 meters thick—to counter the outward generated by the vault's weight in extended naves. This posed significant challenges, as uneven settlement or inadequate buttressing could lead to cracking or collapse, necessitating additional features like transverse diaphragm arches and external precursors to stabilize long vaults spanning over 10 meters. Builders mitigated these issues through layered construction, where ribs or groins were integrated during the infilling of vault cells with lighter cores, ensuring structural integrity without excessive material use. Prominent examples of Romanesque vaulting include III, constructed from 1088 to 1130 CE, which featured an expansive barrel-vaulted reinforced by elements in the aisles, creating the largest church in at the time with a span of nearly 40 meters. In , Norman Romanesque churches like Durham exemplified the style's vigor, while in , Norman structures such as (begun 1131 CE) incorporated and vaults in basilican plans, blending local stonework with the period's emphasis on solidity and symbolism.

Gothic Period

The Gothic period, spanning the 12th to 16th centuries, marked a transformative era in vault construction, particularly in , where innovations in rib vaults enabled unprecedented structural height and lightness in cathedrals, symbolizing spiritual aspiration. Key advancements included the widespread adoption of pointed arches and flying buttresses, which concentrated loads more efficiently than rounded Romanesque forms, allowing vaults to rise dramatically while supporting expansive interiors. These elements facilitated the transition from sexpartite vaults—divided into six sections per bay for added stability in wider naves—to simpler quadripartite designs, as exemplified in (c. 1163–1345), where the nave's early sexpartite rib vaults evolved into quadripartite forms in the to enhance uniformity and height. In , the style represented the culmination of these developments with the introduction of fan vaults, characterized by radiating ribs that created intricate, fan-like patterns for both aesthetic and structural purposes. The cloisters of (c. 1351–1412) provide the earliest surviving example, where slender ribs converge upward, distributing weight evenly and allowing for delicate, lace-like ceilings that emphasized verticality. Techniques such as thin stone webs—lightweight infill panels between ribs—and lierne ribs (short connecting ribs not reaching the central boss) further enhanced stability, reducing material use while enabling larger glazed areas for stained glass, which flooded interiors with colored light to evoke divine presence. This architectural evolution was deeply intertwined with social and symbolic dimensions, as mason guilds, organized collectives of skilled craftsmen, drove through specialized passed via apprenticeships and trade secrets. The soaring vaults not only demonstrated technical prowess but also embodied theological ideals, with their upward thrust toward heaven representing the soul's ascent and the integration of light through symbolizing .

Renaissance and Baroque

The marked a revival of classical vault forms, particularly groin vaults and domes, drawing on ancient Roman precedents to emphasize harmony and proportion in architecture. Filippo Brunelleschi's design for the in , constructed around the 1440s, exemplifies this approach with its innovative umbrella vault—a ribbed dome supported on pendentives over a square plan—that integrated mathematical precision inspired by Vitruvius's principles of symmetry and modular ratios./FAB%2003.36.%20Filipovska,%20T.%20-%20Vitruvian%20Echo%20through%20the%20Renaissance.pdf) This structure employed a twelve-ribbed hemispherical dome, achieving a sense of spatial unity through proportional geometry that echoed Vitruvian ideals of firmitas, utilitas, and venustas, thereby revolutionizing 15th-century vaulting by prioritizing aesthetic balance over medieval structural experimentation. In the Baroque period, vaults evolved toward greater elaboration, incorporating illusionistic frescoes and dynamic geometries to create dramatic, immersive experiences that blurred the boundaries between architecture and painting. Antonio da Correggio's frescoes in the dome of , executed in the 1520s, introduced foreshortened perspective (di sotto in sù) to depict the Assumption of the Virgin, transforming the octagonal vault into an apparent heavenly expanse with swirling figures that drew viewers upward. This technique influenced later works, such as Gian Lorenzo Bernini's baldacchino (1624–1633) beneath the dome of , where twisted Solomonic columns and gilded bronze elements enhanced the vault's theatricality, emphasizing movement and light to evoke spiritual ecstasy. Baroque architects advanced vaulting techniques by employing faux-vaulting through perspective painting and lighter applications over structural , allowing for more fluid, undulating forms without compromising stability. In Michelangelo's Pauline Chapel (c. 1540s), the barrel-vaulted , though primarily noted for its end-wall frescoes like the Crucifixion of St. Peter, incorporated subtle reliefs that complemented the architectural frame, using cooler tones and restrained illusionism to convey introspective depth. Jesuit churches further exemplified these innovations, with undulating vaults in designs inspired by Guarino Guarini's complex geometries, as seen in the ribbed dome of San Lorenzo in (late 17th century), where interlocking arches created wave-like surfaces that heightened spatial drama and symbolic intricacy. These methods, relying on 's malleability for ornate detailing over robust , enabled expansive interiors that prioritized and emotional impact.

19th-Century Revivals

The 19th-century revivals of vaulting in architecture emerged amid the Industrial Revolution, blending romantic nostalgia for medieval forms with innovative materials like iron to achieve larger spans and aesthetic grandeur. Neo-Gothic styles, championed by architects such as Augustus Welby Northmore Pugin and theorists like John Ruskin, sought to counter the perceived dehumanizing effects of industrialization by reviving pointed arches, ribbed vaults, and intricate stonework as symbols of moral and spiritual integrity. In parallel, neoclassical revivals adapted ancient dome forms using cast iron for structural efficiency, reflecting a continued admiration for classical symmetry while embracing industrial fabrication techniques. These movements produced hybrid vaults that integrated traditional masonry with metal reinforcements, enabling ambitious public and institutional projects. Pugin's influence was pivotal in the neo-Gothic revival, as he advocated for authentic medieval detailing in his designs, including ribbed vaults that echoed Gothic structural principles to foster a sense of purity. His collaboration with on the Palace of Westminster (Houses of Parliament), constructed from 1836 to 1870, featured extensive rib vaults in the interiors, such as those in the and Lords chambers, where stone ribs converged to support expansive ceilings while evoking the verticality of medieval cathedrals. Ruskin complemented this by theorizing Gothic architecture's organic vitality in works like The Stones of (1851–1853), praising its craftsmanship as an antidote to machine-made uniformity and influencing a generation of architects to prioritize hand-hewn details in vault construction. A notable example of revival appears in the iron-and-glass roof of St. Pancras Station, completed in 1868 by William Henry Barlow, where curved ribs formed a pointed spanning 210 feet, blending Gothic ornamentation with industrial lightness to create a dramatic, light-filled . Neoclassical dome revivals, meanwhile, utilized to reinterpret Roman precedents on a monumental scale, as seen in the United States Capitol dome in Washington, D.C., designed by Thomas U. Walter and constructed from 1855 to 1866. This 288-foot-tall structure employed 8,909,200 pounds of segments assembled into a double-shell dome, painted to mimic stone and reinforced with hidden iron framework to support its neoclassical proportions without excessive weight. Techniques in these revivals often involved hybrid systems, such as wrought-iron ties and trusses to counteract in vaults, allowing spans up to 100 feet in mills and stations, while provided both support and decorative flair in larger assemblies. The Gothic Revival's anti-industrial ethos positioned vaulting as a critique of mechanization, yet it paradoxically incorporated iron for practicality, as exemplified at the 1851 in London's , where Joseph Paxton's vast iron-skeleton vaults—enclosing 990,000 square feet under glass—showcased revivalist eclecticism alongside modern engineering prowess. These World's Fairs highlighted vaults' versatility, blending historical forms with industrial innovation to symbolize progress rooted in tradition.

Regional Traditions

Indian Architecture

In ancient Indian architecture, vaulting techniques emerged prominently in rock-cut Buddhist caves, where corbelled vaults were employed to create expansive prayer halls known as . The Karli Caves in , dating to around the 2nd century BCE, exemplify this with their grand chaitya griha, featuring a corbelled carved directly into the rock, measuring approximately 124 feet in length and 46 feet in height at the vault's apex. This construction relied on stepped stone layering to approximate a curved , allowing for large, open interiors without internal supports while adapting to the solid rock medium. Similarly, barrel vault forms appeared in Buddhist viharas, or monastic residences, such as those at the ( BCE to 5th century CE), where apsidal-ended halls used corbelled s to roof living and assembly spaces, blending structural necessity with symbolic representation of the cosmic vault. Prior to Islamic influence, true arches remained rare in Indian architecture, with the dominant trabeate system—relying on horizontal beams and lintels—prevalent in Hindu and Buddhist temples to maintain structural purity and avoid the perceived instability of curved forms. Hindu builders particularly eschewed true arches, favoring post-and-lintel constructions that emphasized verticality and modularity, as seen in the towering spires of Nagara-style temples like those at (c. 950–1050 CE). This avoidance stemmed from cultural and technical preferences for interlocking stone over arches, ensuring resilience through flexible, non-rigid assemblies. The introduction of Islamic rule in the medieval period brought gradual adoption of vaulting in Sultanate s and mosques, though early examples retained corbelled techniques; the Qutb complex in (c. 1192–1236 CE), including Iltutmish's , utilized corbelled arches and domes in to span interiors, marking a syncretic shift while limited by local masons' unfamiliarity with true Islamic forms. True arches, built with wedge-shaped stones and keystones, appeared later in the complex's gateway (c. 1311 CE), facilitating more stable vaulting over doorways and integrating Persian influences. During the Mughal era, vaulting evolved into sophisticated domical forms, characterized by bulbous onion domes that crowned minarets and mausolea, adapting to India's seismic zones through innovative layering. The (1632–1653 CE), commissioned by Emperor , features a central rising 73 meters (240 feet), constructed over a core bound with and veneered in white marble, with subsidiary chattris (pavilion domes) echoing lotus motifs for aesthetic and structural harmony. This technique employed surkhi (pulverized ) mixed with lime and sand to create a waterproof, flexible mortar that absorbed seismic shocks, preventing cracks in the double-layered dome. Mughal builders further enhanced seismic resistance via corbelled reinforcements at dome bases and timber centering during construction, drawing on indigenous methods while scaling up for monumental symmetry; the Taj's minarets, slightly tilted outward, served as counterweights against potential earthquakes. Overall, these adaptations highlight a regional progression from rock-carved corbelling to mortar-bound domes, prioritizing durability in a tectonically active .

Islamic Architecture

Islamic vaulting emerged in the early Umayyad period with the adoption and adaptation of barrel and groin vaults in mosque architecture, as seen in structures like the Great Mosque of Cordoba, expanded between 784 and 987 CE. These vaults supported expansive halls, with later extensions under (c. 950–960 CE) introducing innovative ribbed vaults featuring crossed arches and polygonal rib intersections for enhanced geometric precision. domes also appeared in early Islamic buildings, originating from Sasanian influences and used to transition square bases to circular domes, as exemplified in Umayyad palaces like Qasr al-Kharana and the , where squinches measured approximately 1.60 m × 0.25 m × 1 m. A defining innovation in Islamic vaulting was the development of , or honeycomb vaulting, which served as elaborate transition zones between walls and domes, simulating formations through tiered, niche-like elements. In the palace complex in , domes constructed around the 1330s during the under Sultan Muhammad V featured intricately carved comprising up to 1,973 pieces, arranged in self-supporting geometric configurations for both structural support and ornamental depth. These vaults emphasized three-dimensional complexity, often integrating star-and-polygon motifs derived from radial grid systems documented in 15th-century design scrolls. In Persian architecture, sail vaults—also known as timbrel vaults—became prominent, particularly in during the Safavid era, where thin brick layers formed curved, sail-like surfaces without extensive , reinforced by ribs laid in alternating courses. Ottoman vaulting, building on these traditions, featured complexes with multiple interconnected domes, as in the Suleymaniye Mosque (1550–1557 CE) designed by architect , which includes a central dome over a square bay, flanked by two semi-domes and ten smaller domes covering aisles, creating a pyramidal illuminated by strategic windows. Techniques across these styles often involved stucco applied over wooden or stone frameworks, allowing for lightweight, intricate ornamentation with geometric patterns that conveyed mathematical harmony and symbolic depth, such as interlocking girih tiles in tiers. Islamic architects adapted Byzantine pendentives for dome transitions in later periods, particularly in Ottoman mosques, while favoring squinches and for their decorative versatility in earlier Arab-Persian designs. These methods prioritized corbeling and modular , enabling vaults that blended structural efficiency with profuse, polychromatic embellishments like glazes and gold accents.

Modern Developments

Thin-Shell and Geodesic Vaults

Thin-shell vaults emerged in the mid-20th century as innovative structural forms utilizing to create expansive, lightweight coverings with minimal material usage, aligning with the modernist emphasis on efficiency and form following function. Pioneered by architects and engineers like , these vaults employed curved surfaces, often derived from hyperbolic or geometries, to distribute loads primarily through compression, allowing thicknesses as low as 5-10 cm while spanning significant distances. A seminal example is Candela's Cosmic Rays Pavilion at the , completed in 1951, which features parabolic thin-shell concrete vaults spanning approximately 10.75 meters, demonstrating early experimentation with doubly curved forms for scientific enclosures. Geodesic vaults, developed concurrently by , represent another breakthrough in lightweight, large-scale covering systems through a lattice of interconnected triangular elements forming spherical or dome-like approximations. These structures maximize structural by distributing stresses evenly across the surface, enabling vast enclosures with reduced weight compared to traditional domes. The in , constructed for in 1967, exemplifies this approach with its 76-meter-diameter clad in acrylic panels over a , serving as an environmental showcase and highlighting the form's adaptability to transparent, prefabricated components. Construction techniques for thin-shell vaults typically involve temporary formwork—such as wooden or metal molds—to pour and cure , ensuring the shell's precise curvature for optimal load-bearing. shapes, inspired by hanging chains under gravity, are favored for their natural compression efficiency, minimizing tensile stresses and material needs. In contrast, geodesic vaults rely on , where triangular struts of aluminum, , or are manufactured off-site and assembled via bolted or hub connections, facilitating rapid erection and scalability. These methods allowed spans up to 90 meters in thin-shell barrel vaults and larger diameters in geodesics, such as Fuller's proposed domes exceeding 100 meters. Post-World War II reconstruction and economic growth drove the adoption of these vaults for applications requiring unobstructed interiors, including airports and stadiums such as the Houston Astrodome (1965). They addressed the era's demand for cost-effective, durable enclosures over large areas, influencing architecture by blending engineering precision with aesthetic expression.

Hyperbolic Paraboloid Vaults

Hyperbolic vaults, often referred to as hypar vaults, represent a significant advancement in mid-20th-century shell , utilizing a saddle-shaped geometry derived from the hyperbolic paraboloid surface to achieve exceptional structural efficiency. This form emerged as an evolution from earlier thin-shell techniques, allowing for expansive, lightweight coverings with minimal material use. The geometry of a hyperbolic paraboloid is characterized as a doubly with both positive and negative , enabling it to act as both a dome and an anticlastic in different directions, which distributes loads effectively along natural stress paths. The standard mathematical form of this surface is given by : z=x2a2y2b2z = \frac{x^2}{a^2} - \frac{y^2}{b^2} where aa and bb define the principal curvatures, producing a configuration that resists bending through membrane action rather than . Construction of these vaults typically involves creating from straight timber or steel members aligned along the ruling lines of the surface, which simplifies assembly since the can be generated entirely with linear elements. is then poured over this formwork in thin layers, often 5-10 cm thick, allowing the shell to cure into a self-supporting that spans large areas without internal supports. This method reduces labor and material costs compared to traditional vaulting, as the ruled eliminates the need for complex curved molds. The primary advantages of hyperbolic paraboloid vaults lie in their high strength-to-weight ratio, where the saddle form channels compressive forces efficiently, minimizing tensile stresses and enabling spans up to 30 meters or more with concrete thicknesses as low as 4 cm in optimized designs. This efficiency not only lowers construction weight—often to one-tenth that of conventional roofs—but also enhances seismic resistance due to the distributed load paths. A representative example is Felix Candela's Cosmic Rays Pavilion (1951) at the , which features a 10.5-meter-span hypar shell just 4 cm thick, demonstrating the form's ability to create luminous, expansive enclosures with elegant minimalism. Developments in hyperbolic paraboloid vaults peaked during the 1950s and 1960s, particularly in under architects like , who built over 30 such structures, and in , where engineers adapted the form for public buildings and arenas. This era's popularity stemmed from post-war material shortages, prompting innovations in thin-shell concrete that paralleled Frei Otto's concurrent experiments in tensile and lightweight structures, emphasizing form-finding for efficiency. By the late 1960s, the technique influenced global applications, though it waned with the rise of and steel framing.

Vegetal and Sustainable Vaults

Vegetal vaults incorporate plant-derived materials to create lightweight, renewable structural forms that mimic natural growth patterns, aligning with 21st-century demands for low-impact . These designs prioritize biodegradability and , often using , , or recycled paper to replace high-emission , thereby reducing embodied carbon by up to 80% in some prototypes. Pioneered in the , Shigeru Ban's paper tube structures evolved into vaulted applications for disaster relief, leveraging recycled paper's strength under compression. In the Paper Log House (2001) for earthquake survivors, split formed rib vaults supported by paper tubes and local rubble foundations, enabling rapid assembly with minimal environmental footprint and full recyclability at end-of-life. Woven vaults draw from techniques but adapt them through modern for tensile efficiency. The LUUM Temple (2019) by CO-LAB Design Office in features interlocking poles forming vaults up to 6 meters high, sourced sustainably and assembled without fasteners, allowing disassembly for relocation and promoting circular material use. Mycelium vaults utilize fungal mycelium grown on agricultural byproducts like hurds, creating monolithic or modular forms that bind substrates into load-bearing composites. The Monolito Micelio (2019), developed by Jonathan Dessi-Olive, is a 2.5 × 2.5 × 2.5 meter self-supporting vault grown in-place over four days, weighing 800 kg and fully biodegradable, which sequesters carbon during growth and decomposes without waste. Sustainable innovations in vaults emphasize recycled aggregates and additive manufacturing to further decarbonize . The Block Research Group's Striatus (2021) employs 399 mortarless blocks 3D-printed from local sand, spanning 16 meters with a vault thickness of just 5 cm, cutting material volume by 70% compared to equivalents. This group's 2010s prototypes, such as those using recycled bricks in unreinforced vaults, integrate digital graphic statics for form optimization, enabling modular assembly that recycles up to 100% of components while achieving spans over 10 meters with minimal energy input. Key techniques include computational modeling for load distribution and robotic , which streamline erection and reduce on-site waste. The Growing Pavilion (2019) at Dutch Design Week exemplifies this with mycelium-grown panels forming a vaulted timber-framed enclosure, assembled modularly in days for temporary use and composted post-event. In response to , these vaults often integrate vegetal layers for , such as living green roofs that enhance thermal regulation and , lowering building energy demands by 20-30% in hot climates. Recent advancements as of 2025 include the revival of Nubian vaults in contemporary housing projects by the Nubian Vault Association, using earth-based compression for sustainable, low-cost structures in and beyond.

References

  1. https://www.[researchgate](/page/ResearchGate).net/publication/277743164_Finite_Element_Analysis_of_Hyperbolic_Paraboloid_Groined_Vault_Structure
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